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I x l P, To <br />E>AL.0 5TE Z 3 <br />6 4910°C. -- <br />0 <br />2 �c Cv P.T. TCJP 2 X4 0*N Z` <br />l I.- -----7 I L- ""-'I <br />SASE. IZd.�I.. F'051r TO GCSC 5LA$ SIHPSOQ /A <br />WO©(% I u v, �°'^'/A 3 i m PTS4�I <br />1i f%.,441" <br />HANDRAIL DETAIL <br />SCALE: N-T.S. <br />0 �. <br />sa <br />i <br />TYPICAL CROSS SECTION AT COLUMN <br />SCALE: N.T.S. <br />U <br />STAIRWAY CROSS SECTION <br />man* <br />SCALE: N.T.S. <br />0 <br />+ <br />A <br />pm,- <br />4 <br />00 <br />For a8 cone. block stemwalls erected more than 18" <br />in height above grade, must have 1- #5 vert. rebar in <br />a masonry cell, filled and temped solid with conc. Space <br />a8 vert rebar no more than 6' - 0" o.c. and at all corners <br />unless otherwise noted. Also include 1 - #5 coat. rebar <br />in the top U - block of the stemwall tamped and filled <br />solid with cone. For all cone. block stemwalls erected <br />less than 18" in height above grade, all cone. block <br />cells must be filled and tamped solid with cone. <br />0 V E4. <br />1 WIQUbw Vo! 11..100 <br />.� I"+ <br />DOOR <br />I L <br />f <br />i <br />I <br />Finish floor level to be a min. <br />' a 24" above finish grade. <br />100I�++� <br />I <br />D,&S U M E,p <br />z <br />991 b11 <br />&sSUM ED <br />i NT <br />4 <br />111 <br />rPour new 4" concrete slab with win. 3,000 p.s.i <br />fibermesh or "opt," 4" come. slab w/ 6 x 6 x 10 x 10 <br />w.w.m. over 6 mil. vapor barrier over termite <br />treated and compacted clean fill. <br />8" 1161, cone. fltg. w/ <br />1 2 - #5 velars co*- w/ a <br />8" x 8" a16" conc block <br />stemwafl above <br />3/411 Recess for all <br />I 2 doorways )typ). <br />I� <br />Fj <br />w t 4cc�R w e tow <br />j . .,(i 3ti.,C3+1 .I 1 ' - 3" 360 4 <br />1 - <br />I <br />I►+1 �` �I 0 <br />+1 <br />ZGve- p11 <br />FOUNDATION PILfl&—%N <br />i <br />1N <br />SCALE: 1/4" a 1' - 0„ <br />REVISIONS <br />NO <br />DATE <br />DESCRIPTION <br />� V � <br />" r�. <br />ELM <br />Ix o <br />CA L <br />Cf <br />c <br />-co— <br />CL �6 co CIO <br />cr-o� <br />(5C� <br />g <br />fU . <br />tu C6gx o <br />i- W --' " - <br />a, Co U1 0 a. <br />vE <br />Q= <br />0� <br />��- fly M <br />o�_.�,Ea <br />ai 5 T `y <br />tD <br />O C0 fU (0 <br />CQ <br />Nco <br />4q� <br />c°a p 5, F- <br />�.oW yj a,� SE <br />(D 0 <br />a- <br />C-4 <br />�I <br />LO <br />M <br />U) <br />U) U <br />•� <br />lL. <br />r vi <br />.j <br />C� <br />CD <br />C--j <br />JOB NO. <br />5617 13TH STREET <br />DATE <br />APRIL 3, 2017 <br />DRAWN BY <br />Daniel M. Ossman <br />SHUT NO <br />A — 2 <br />1 ___ -. _-i I --r- - ��I-v'�iFFAPi�ITI1€�� .. - � .-�� . <br />